RU2015143847A - STRUCTURE FOR CONTAINING NANOSPERS - Google Patents

STRUCTURE FOR CONTAINING NANOSPERS Download PDF

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Publication number
RU2015143847A
RU2015143847A RU2015143847A RU2015143847A RU2015143847A RU 2015143847 A RU2015143847 A RU 2015143847A RU 2015143847 A RU2015143847 A RU 2015143847A RU 2015143847 A RU2015143847 A RU 2015143847A RU 2015143847 A RU2015143847 A RU 2015143847A
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RU
Russia
Prior art keywords
watercourse
construction according
passage section
boundaries
side walls
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RU2015143847A
Other languages
Russian (ru)
Inventor
Аронне АРМАНИНИ
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Оффичине Маккаферри С.П.А.
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Application filed by Оффичине Маккаферри С.П.А. filed Critical Оффичине Маккаферри С.П.А.
Publication of RU2015143847A publication Critical patent/RU2015143847A/en

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E02B5/08—Details, e.g. gates, screens
    • E02B5/085—Arresting devices for waterborne materials, e.g. gratings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02—Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • E02B3/023—Removing sediments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02—Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
    • E02B8/023—Arresting devices for waterborne materials
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)
  • Polyesters Or Polycarbonates (AREA)
  • Cyclones (AREA)
  • Barrages (AREA)
  • Measuring Volume Flow (AREA)
  • Fuses (AREA)
  • Solid-Sorbent Or Filter-Aiding Compositions (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Absorbent Articles And Supports Therefor (AREA)
  • Optical Measuring Cells (AREA)
  • Sewage (AREA)
  • Details Of Garments (AREA)
  • Jet Pumps And Other Pumps (AREA)
  • Structure Of Emergency Protection For Nuclear Reactors (AREA)
  • Processing Of Solid Wastes (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)

Claims (14)

1. Сооружение для сдерживания наносов в водотоке (11), содержащее боковые стены (15; 315), образующие границы расположенного между ними проходного сечения (20; 320), образованного на дне (12) водотока (11), отличающееся тем, что проходное сечение (20; 320) включает в себя верхний участок, содержащий, установленную между боковыми стенами (15; 315), конструкцию (17; 117; 217) для задерживания материала, поступающего с верхнего течения, и нижний участок, образующий проем (30; 330) для оттока.1. The structure for containing sediment in the watercourse (11), containing side walls (15; 315), forming the boundaries of the passage section located between them (20; 320), formed on the bottom (12) of the watercourse (11), characterized in that the passage the section (20; 320) includes an upper section containing, installed between the side walls (15; 315), a structure (17; 117; 217) for retaining material coming from the upper stream, and a lower section forming an opening (30; 330) for outflow. 2. Сооружение по п. 1, отличающееся тем, что задерживающая конструкция (17; 117; 217) содержит сетчатую конструкцию (17; 117; 217).2. The construction according to claim 1, characterized in that the restraining structure (17; 117; 217) contains a mesh structure (17; 117; 217). 3. Сооружение по п. 1 или 2, отличающееся тем, что боковые стены (15) образуют границы проходного сечения (20; 320), как проходящего по всей ширине дна (12) водотока.3. The construction according to claim 1 or 2, characterized in that the side walls (15) form the boundaries of the passage section (20; 320), as passing through the entire width of the bottom (12) of the watercourse. 4. Сооружение по п. 1 или 2, отличающееся тем, что боковые стены (315) проходят на дне (12) водотока и образуют границы проходного сечения (20; 320), ограничивая его частью ширины дна (12).4. The construction according to claim 1 or 2, characterized in that the side walls (315) pass at the bottom (12) of the watercourse and form the boundaries of the passage section (20; 320), limiting it to a part of the bottom width (12). 5. Сооружение по п. 1 или 2, отличающееся тем, что проходное сечение (20; 320) ограничено снизу плитой (21; 121; 221).5. The construction under item 1 or 2, characterized in that the bore (20; 320) is bounded from below by a slab (21; 121; 221). 6. Сооружение по п. 2, отличающееся тем, что сетчатая конструкция (17) содержит металлическую проволочную сетку.6. The construction according to claim 2, characterized in that the mesh structure (17) contains a metal wire mesh. 7. Сооружение по п. 2, отличающееся тем, что сетчатая конструкция (117) содержит упругие кольца.7. The construction according to claim 2, characterized in that the mesh structure (117) contains elastic rings. 8. Сооружение по п. 2, отличающееся тем, что сетчатая конструкция (217) содержит сетку из канатов.8. The construction under item 2, characterized in that the mesh structure (217) contains a grid of ropes. 9. Сооружение по п. 1, отличающееся тем, что плита (21; 121; 221) и/или проходное сечение (20; 21; 12) выполнены из бетона или бетона со стальной облицовкой или из связанных камней или булыжников.9. The construction under item 1, characterized in that the slab (21; 121; 221) and / or the bore (20; 21; 12) are made of concrete or concrete with steel cladding or from connected stones or cobblestones. 10. Сооружение по п. 1, отличающееся тем, что проходное сечение (20; 320) имеет в верхней части задерживающую конструкцию, в частности сетчатую конструкцию, (17; 117; 217) до высоты (a), относительно дна (12) водотока или плиты (21; 121; 221), причем высота является функцией данной максимальной высоты (Υsm) отложений (25) выше по потоку от конструкции (10; 110; 210, 310), в частности от безразмерного отношения (Υsm/hm) между максимальной высотой (Υsm) отложений и гидростатический напором (hm).10. The construction according to claim 1, characterized in that the passage section (20; 320) has in the upper part a retarding structure, in particular a mesh structure, (17; 117; 217) to a height (a), relative to the bottom (12) of the watercourse or slabs (21; 121; 221), the height being a function of a given maximum height (Υ sm ) of deposits (25) upstream of the structure (10; 110; 210, 310), in particular, from the dimensionless ratio (Υ sm / h m ) between the maximum height (Υ sm ) of the sediments and the hydrostatic head (h m ). 11. Сооружение по п. 1, отличающееся тем, что проходное сечение (20; 320) имеет в верхней части задерживающую конструкцию, в частности сетчатую конструкцию (17; 117; 217), до высоты (a) относительно дна (12) водотока или плиты (21; 121; 221), причем высота является функцией коэффициента (Cc) сужения сечения (26) суженной струи жидкости ниже по потоку от проходного сечения (20; 320).11. The construction according to claim 1, characterized in that the passage section (20; 320) has in the upper part a retarding structure, in particular a mesh structure (17; 117; 217), to a height (a) relative to the bottom (12) of the watercourse plate (21; 121; 221), and the height is a function of the coefficient (C c ) of narrowing the cross section (26) of the narrowed jet of liquid downstream of the passage section (20; 320). 12. Сооружение по п. 1, отличающееся тем, что задерживающая сооружение, в частности, сетчатая конструкция (17; 117; 217) является наклонной в направлении вниз по потоку, в частности под углом между 10° и 30°.12. The structure according to claim 1, characterized in that the restraining structure, in particular, the mesh structure (17; 117; 217) is inclined in the downstream direction, in particular at an angle between 10 ° and 30 °. 13. Сооружение по п. 1, отличающееся тем, что боковые стены (15) образуют границы проходного сечения (20; 320), как проходящего по всей ширине дна (12) водотока на участке, соответствующем задерживающей конструкции, в частности, сетчатой конструкции (17; 117; 217), и образуют границы проема (30; 330) проходного сечения (20; 320), ограничивая его до части ширины дна (12).13. The construction according to claim 1, characterized in that the side walls (15) form the boundaries of the bore (20; 320) as passing through the entire width of the bottom (12) of the watercourse in the area corresponding to the retarding structure, in particular, the mesh structure ( 17; 117; 217), and form the boundaries of the opening (30; 330) of the passage section (20; 320), limiting it to part of the width of the bottom (12). 14. Способ сдерживания наносов в водотоке (11), в котором создают боковые стены (15; 315), которые образуют границы расположенного между ними проходного сечения (20; 320) выполненного на дне (12) водотока (11), отличающийся тем, что создают сдерживающее сооружение (10; 110; 210, 310) по любому из пп. 1-13.14. A method of containing sediment in a watercourse (11), in which create side walls (15; 315), which form the boundaries of the passage section located between them (20; 320) made on the bottom (12) of the watercourse (11), characterized in that create a containment structure (10; 110; 210, 310) according to any one of paragraphs. 1-13.
RU2015143847A 2013-03-15 2014-03-12 STRUCTURE FOR CONTAINING NANOSPERS RU2015143847A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ITTO2013A000200 2013-03-15
IT000200A ITTO20130200A1 (en) 2013-03-15 2013-03-15 STRUCTURE OF RETENTION OF SEDIMENTS IN WATER COURSES
PCT/IB2014/059684 WO2014141096A1 (en) 2013-03-15 2014-03-12 Stream debris restraining structure

Publications (1)

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RU2015143847A true RU2015143847A (en) 2017-04-27

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US (2) US20160032547A1 (en)
EP (1) EP2971368B1 (en)
JP (1) JP6486284B2 (en)
KR (1) KR20150143497A (en)
CN (2) CN105283604B (en)
AU (1) AU2014229305B2 (en)
BR (1) BR112015021984A2 (en)
CA (1) CA2903665A1 (en)
ES (1) ES2740832T3 (en)
HK (1) HK1217522A1 (en)
HR (1) HRP20191260T1 (en)
IT (1) ITTO20130200A1 (en)
MX (1) MX2015012732A (en)
MY (1) MY175291A (en)
PE (1) PE20160072A1 (en)
PL (1) PL2971368T3 (en)
PT (1) PT2971368T (en)
RS (1) RS58846B1 (en)
RU (1) RU2015143847A (en)
SA (1) SA515361163B1 (en)
SI (1) SI2971368T1 (en)
TR (1) TR201911350T4 (en)
WO (1) WO2014141096A1 (en)
ZA (1) ZA201506386B (en)

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US10767330B2 (en) 2020-09-08
TR201911350T4 (en) 2019-08-21
JP6486284B2 (en) 2019-03-20
RS58846B1 (en) 2019-07-31
JP2016510095A (en) 2016-04-04
WO2014141096A1 (en) 2014-09-18
MY175291A (en) 2020-06-18
KR20150143497A (en) 2015-12-23
EP2971368A1 (en) 2016-01-20
PE20160072A1 (en) 2016-02-14
US20190055707A1 (en) 2019-02-21
HRP20191260T1 (en) 2019-10-04
PT2971368T (en) 2019-06-11
CN105283604B (en) 2018-09-04
EP2971368B1 (en) 2019-05-15
AU2014229305B2 (en) 2017-12-21
ZA201506386B (en) 2017-01-25
PL2971368T3 (en) 2019-11-29
SI2971368T1 (en) 2019-08-30
MX2015012732A (en) 2016-02-18
HK1217522A1 (en) 2017-01-13
BR112015021984A2 (en) 2017-07-18
SA515361163B1 (en) 2020-12-06
CA2903665A1 (en) 2014-09-18
ES2740832T3 (en) 2020-02-06
CN105283604A (en) 2016-01-27
US20160032547A1 (en) 2016-02-04
AU2014229305A1 (en) 2015-10-15
CN109653163A (en) 2019-04-19
ITTO20130200A1 (en) 2014-09-16

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